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dc.contributor.authorShaohui Han
dc.contributor.authorQinghua Zhang
dc.contributor.authorYi Bao
dc.contributor.authorZhenyu Cheng
dc.contributor.authorDonglin Jia
dc.contributor.authorYizhi Bu
dc.date.accessioned2022-01-30T21:51:43Z
dc.date.available2022-01-30T21:51:43Z
dc.date.issued8/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29BE.1943-5592.0001547.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268964
dc.description.abstractThe capability to accurately evaluate the frictional resistance between the main cable and saddle is essential for the design and evaluation of suspension bridges. In this paper, an analytical model is developed to predict the frictional resistance between the main cable and saddle based on slipping compatibility conditions and is validated against model test data. The relative slip between adjacent strands is considered. The development process of the frictional resistance is analyzed. The development process of the total frictional resistance between the main cable and saddle can be divided into three stages: (1) the nearly linear growing stage, (2) the slow growing stage, and (3) the steady ultimate stage. Incorporating vertical frictional plates into the saddle trough increases the frictional resistance between the main cable and saddle but aggravates the unevenness of the distribution of the single strand frictional resistance.
dc.publisherASCE
dc.titleFrictional Resistance Between Main Cable and Saddle for Suspension Bridges. II: Interlayer Slip of Strands
dc.typeJournal Paper
dc.journal.volume25
dc.journal.issue8
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001547
dc.page10
dc.treeJournal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
dc.contenttypeFulltext


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